## Introduction to Mechanics of Deformable Solids |

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Results 1-3 of 90

Page 22

12 Brittle behavior in

and G . Lianis , On the Exhaustion of Ductility of E - Steel in

Compressive Pre - strain , Welding J . , vol . 39 , p . 118 - s . 0 . 02 curves and the

...

12 Brittle behavior in

**tension**. Data on E steel from D . C . Drucker , C . Mylonas ,and G . Lianis , On the Exhaustion of Ductility of E - Steel in

**Tension**FollowingCompressive Pre - strain , Welding J . , vol . 39 , p . 118 - s . 0 . 02 curves and the

...

Page 61

1 Model Simple shear Uniaxial

0 , € E , C , c E = o / E de = de + dep - T , Y G , C . , C . y = 7 / G dy = dye + dy ? dy

dt C , dy i dr . Gu dt Com de o dt = a de Linear Maxwell I do to dt Linear Kelvin o ...

1 Model Simple shear Uniaxial

**tension**All Linear - elastic Plastic Linear - viscous0 , € E , C , c E = o / E de = de + dep - T , Y G , C . , C . y = 7 / G dy = dye + dy ? dy

dt C , dy i dr . Gu dt Com de o dt = a de Linear Maxwell I do to dt Linear Kelvin o ...

Page 433

... 144 in bending , 111 - 143 in

walled spheres , 186 with fixed spacing , 187 with fluid spacing , 188 of thin -

walled tubes , 291 under interior pressure , 192 under pressure plus

312 , 315 ...

... 144 in bending , 111 - 143 in

**tension**, 100 plus torsion , 298 , 302 of thin -walled spheres , 186 with fixed spacing , 187 with fluid spacing , 188 of thin -

walled tubes , 291 under interior pressure , 192 under pressure plus

**tension**,312 , 315 ...

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acts actual addition angle answer applied assemblage axial axis beam behavior bending carry circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined diameter dimensions direction displacement effect elastic equal equation example Figure Find force given gives homogeneous idealization increase independent initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio relation replaced requires response result rotation shear stress shell shown shows simple sketch solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled tube twisting uniform unloading versus viscous yield zero